Haryana Tourism Corporation Limited Tender

Demolishing lime concrete manually/by mechanical means and disposal of material within 50 meters lead as per direction of engineer in charge. (NS)

Making khurras 45 x 45 cm with average minimum thickness of 10 cm lime concrete 1:3:6 (1 Slaked lime :3 surkhi : 6 coarse sand) with graded stone aggregate 20mm nominal size over PVC sheet 1m x 1m x 400 micron, finished with 12mm lime plaster 1:2 (1 Slaked lime : 2 Coarse sand), rounding the edges and making and finishing the outlet complete (NS)

Providing and fixing stone brackets (as per matching with existing design colour and material ) 55x22.5x45 cm sunk and moulded including providing and fixing with 4 Nos gun metal cramp 25x6 mm 30 cm long and dowel bars 7.5 cm long 6 mm dia as per design (NS)

Providing and fixing horizontal chajja of stone average 40 mm thick ( as per existing design and material ) and upto 80 cm wide projection in lime mortar 1:1:1 (1 Lime: 1 Slaked Lime 1: Coarse sand) including pointing in lime mortar 1:1:1 (1 Lime: 1 Slaked Lime 1: Coarse sand) with an admixture of pigment matching the stone shade (NS)

Repointing of raked out joints of Random rubble masonry by using lime mortar 1:1:1 (1 Lime: 1 Coarse sand : 1 Brick Zeera). (NS)

30-40mm lime plaster in two coats with 20mm base coat in lime mortar 1:1:1 (1 lime : 1 Surkhi :1 Coarse Sand) and top coat in lime mortar 1:1:1 (1 lime : 1 Surkhi :1 Fine Sand). (NS)

Repairing ornamental plaster works to match with the existing design using lime plaster (1lime putty:1surkhi : 1 fine sand) (NS)

Construction of tanks of different sizes for slaking of lime and making lime putty as per archaeological specification. :: Brick Work with common burnt clay F.P.S (non modular ) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 ( 1 cement : 4 coarse sand) (NS)

Provision for hiring (for 6 months) of special type of lime mortar mill (pan type) electrical/mechanical for thorough grinding and mixing of lime mortar and making lime putty as per site requirement including diesel and maintenance. (NS)

Providing, erecting, maintaining and removing temporary protective screens made out of specified fabric with all necessary fixing arrangement to ensure that it remains in position for the work duration as required by the Engineer-in-charge. (NS)

Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven storey height made with 40 mm dia M.S. tube 1.5 m centre to centre horizontal and vertical tubes joining with cup and lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffoldings for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc. wherever required for inspection of work at required locations with essential safety features for the workmen etc complete as per directions and approval of Engineer-in-charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. NOTE:- To be used for maintenance work judicially necessary deduction for scaffolding in the existing item to be done. (NS)

Hiring of water tanker (5000 litres) during execution of work. (NS)

Hiring of Generator 63 KVA during execution of work. (NS)

Fuel charges for running of Generator. (NS)

Cleaning the sand stone surface and removing dirt, dust, bird dropping, grease, oil, algae, fungus, monkey beats, vegetable growth etc., including providing, applying and washing the surface with liquid Ammonia Chemical of 5% solution and other chemical cleaning agent as approved by Archaeological Survey of India/ Engineer-in-charge, of approved brand and manufacturer, with the help of required scrubbers and also cleaning with machine operated water jet mixed with desired quantity of fine silica where ever required, without causing any scratching/ damage to the stone surface and finally washing the surface with clean water with the help of pressure jet machine, complete in all respect, including taking all precautions to safeguard ventilators, windows, doors etc. by suitable covering so as to avoid any damage to the building/ structure, all as per direction of Engineer-in-charge (The rate is inclusive of all materials and labours involved except scaffolding). (NS)

Stucco work in lime, surkhi and sand (1:1:1) as per traditional practices and design, the mortar should be prepared by grinding mill only. The thickness varies from 10mm to 100mm as per design. (NS)

Uprooting rank vegetation and weeds by digging the area to a depth of 60 cm, removing all weeds and other growth with roots by forking including disposal of all rubbish with all leads and lifts. (NS)

Clearance of debris from inside the heritage building by excavation upto depth 1.5mt to 2.0 mtr carefully without damaging the buried archaeological parts of the building and collect all the intact parts at proper place for reuse at the time of restoration work. (NS)

Manually removal of vegetation (Climbing plants, creepers) from walls, columns, arches, floor etc in a skilled and careful manner, using appropriate tools and means and without causing any damage to the adjoining parts, including carrying and stacking the dismantled materials including lift/lower upto 11mtrs and lead upto 50 mtrs as directed by the engineer or architect in charge. The exposed surfaces will be coated with a paste made from ammonium sulphamate crystals or with `Tree killer` available in market. In this condition the root system may be left to absorb and die. Large sections of dead wood must not be left within the core. As they decay they will remove support and create voids and weaknesses in the wall. Pull off a well-established mat of vegetation must be resisted. Tamping, grouting, pointing and resetting of brick / stones especially on wall top, must all be anticipated as remedial work. (NS)

Picking up and scraping the old surface of lime concrete in roof terracing and applying 25mm layer of lime mortar 1:1:1 mixed with brick aggregate of zero size including ramming, rubbing and watering complete the surface to match with the original. (NS)

Lime concrete terracing on roofing average thickness 10 cm laid to fall with 25 mm nominal size gauge brick ballast and 50% lime mortar 1:2 (1 lime putty : 2 Surkhi) including ramming / beating and finishing with gur and belgiri treatment including rounding of junctions with parapet etc. complete. (NS)

Stone slab 20 to 25 mm thick (colour matching to existing and compatible to heritage ) over 20 mm (average) thick base laid over and jointed with lime slurry mixed with pigment to match the shade of the slab,(laid on roof) including rubbing and polishing complete with base of lime mortar 1:1:1 (1 lime :1surkhi:1 coarse sand). (NS)

Providing gola 75mm x 75mm in lime concrete 1:1:2:2 (1 lime: 1 surkhi: 2 coarse sand: 2 brick aggregate 12mm to 20 mm nominal size) using methi, gur, hemp, belgiri etc. including beating and temping as per specification. in 75 x 75 mm deep chase (NS)

Providing and fixing red sand stone members of different shape as carving pillar base, carving pillar cap, carving bracket, mehrab, beam, gola galta, pillars and thevi etc. including simple moulding carving and make shape as per original including chiseling out bit by bit old decayed stone without disturbing to the adjoining stone and including supply of all required materials labour TandP etc. required for proper completion of work. (NS)

Consolidation of exposed hard stone masonary of dome external cell by refixing the loose masonary wall with lime mortar 1:1:1 (1 lime putty: 1 coarse sand : 1 surkhi) (NS)

Providing and laying to 75mm to 100mm average thick diamond cut lime plaster in three coats the ceiling/outer surface of domes and corner as per original evidence at site. With composite lime mortar 1:1:1 ratio (1 lime : 1 surkhi : 1 coarse sand) including supply of all materials labour T. and P. etc required for proper completion of. (NS)

Plastering ribs on the internal and external surfaces of dome as per original pattern and sectional specifications in rich lime mortar 1:1 ( 1 lime putty : 1fine sand ) mixed with organic additives such as aloevera/jaggery etc. Plaster work with decorative bands up to 15 cm width (NS)

Technical/scientific excavation to be done manually by way of carefully digging inside the heritage structure. It also includes to avoid any damage to the heritage structure or structure underneath, without causing any vibrations and jerks to the superstructure. It also includes duly constructing centring, struting and form work to avoid any untoward incident and getting out the excavated material manually head lead approx. 50 mtr away from site. (NS)

Providing and laying lime concrete with graded brick bats and 50% lime mortar 1:1:1 (1 Slaked lime : 1 Surkhi : 1 Coarse sand) rammed and finished with gur and belgiri treatment excluding cost of centring and shuttering. (Thickness 100 mm)

Consolidating the base area including cutting and filling, ramming and watering complete to make the surface good for laying of concrete including appropriate slope required to safeguard the surface from rain water.

40 mm thick (Aevrage) fine dressed stone flooring over 20 mm (average) thick base of lime mortar 1:1:1 (1 lime: 1 surkhi:1coarse sand) with joints finished flush.

Providing and fixing Red sand stone flooring over 20mm (average) thick base of combination mortar 1:1:1 (1 lime : 1 surkhi : 1 coarse sand), including pointing with combination mortar 1:1:1 (1 lime : 1 surkhi : 1 coarse sand) 75 mm thick Red sand stone (NS)

Stone consolidation-removing the loose/damaged stone and reconsolidating with new stone/reusable stone with lime mortar 1:1:1 (1 Lime: 1 Surkhi 1: Coarse sand ) wherever necessary. (NS)

Making cornice band with ornamental design as per the existing design with lime plaster 1:3 (1 lime putty : 3 fine sand): Size 150 mm wide and 50 mm average thickness (NS)

Lime punning with lime putty mixed with Gur, Bilgri, Urd and other ingredients followed by grinding to fine paste for smooth finish.(NS)

Propping to support the leaned structure (roof and wall) using pipes, channels, angles, girders , wooden wages to prevent further leaning/ collapse. (NS)

Curing of Lime concrete/Lime plaster surface with water mixed with milk of lime, pulp of belgiri and jaggery water (Gur/sheera) to achieve the required hardness. (NS)

For parapat work in Kangura: Stone work in plain ashlar masonry in super-structure upto floor five level in lime mortar 1:1:1 (1 lime : 1 surkhi : 1 coarse sand) including pointing with lime mortar and an admixture of pigment matching the stone shade. - Both face dressed Red sand stone (NS)

Random rubble masonry with hard stones in foundation and plinth including levelling with lime concete (1 lime: 1 Surkhi: 1 coarse sand) with 20mm stone aggregate upto plinth level with lime mortar 1:1:1(1Lime: 1Surkhi:1Coarse sand) (NS)

Applying two or more coat of Ethyl Silicate chemical as approved by Archaeological Survey of India/ Engineer-in-charge, of approved brand and manufacturer, with brush or spray on the existing stone masonry surface till there is no further absorption of chemical by stone surface, including protecting the applied surface from direct sunlight by suitable means during application, all complete as per direction of the Engineer-in-charge (The rate is inclusive of all materials and labours involved except scaffolding). (NS)